Soil erosion due to rainfall impact with inflow: an analytical solution with spatial and temporal effects

被引:24
|
作者
Hogarth, WL [1 ]
Parlange, JY
Rose, CW
Sander, GC
Steenhuis, TS
Barry, A
机构
[1] Univ Newcastle, Fac Sci & Informat Technol, Callaghan, NSW 2308, Australia
[2] Cornell Univ, Dept Biol & Environm Engn, Ithaca, NY 14853 USA
[3] Griffith Univ, Fac Environm Sci, Nathan, Qld 4111, Australia
[4] Univ Loughborough, Dept Civil Engn, Loughborough, Leics, England
[5] Univ Edinburgh, Dept Civil Engn, Edinburgh, Midlothian, Scotland
关键词
soil erosion by rainfall; sediment classes; sediment detachment; analytical solution; water inflow;
D O I
10.1016/j.jhydrol.2004.03.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An approximate analytical solution is obtained for a physically based model of soil erosion on a gentle slope driven by rainfall impact in which there is inflow of clear or nearly clear water to the top of the soil bed. Comparison of the approximate analytical and numerical solutions shows very good agreement, except for the first few minutes of an erosion event. The approximate analytic solution is applied using data from an illustrative experiment to explore its physical features. The importance of adequately defining the soil's settling velocity characteristic through the use of a sufficient number of sediment size classes, especially for prediction at short times, is illustrated. The temporal variation in sediment concentration, except at short times, is shown to be more significant than the spatial variation down the eroding surface. Solution of the equations allows visualization of the rate of convective transport of sediment down the eroding surface, this rate decreasing as sediment size increased due to more frequent return of such particles to the soil surface in deposition. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:140 / 148
页数:9
相关论文
共 10 条
  • [1] Soil erosion due to rainfall impact with no inflow: a numerical solution with spatial and temporal effects of sediment settling velocity characteristics
    Hogarth, WL
    Rose, CW
    Parlange, JY
    Sander, GC
    Carey, G
    JOURNAL OF HYDROLOGY, 2004, 294 (04) : 229 - 240
  • [2] Analytical Solution of Rainfall Infiltration in Unsaturated Soil Slopes Considering Initial Water Content Distribution
    Wang, Renchang
    Wen, Shujie
    Sun, Zili
    KSCE JOURNAL OF CIVIL ENGINEERING, 2022, 26 (11) : 4419 - 4431
  • [3] Analytical Solution of Rainfall Infiltration in Unsaturated Soil Slopes Considering Initial Water Content Distribution
    Renchang Wang
    Shujie Wen
    Zili Sun
    KSCE Journal of Civil Engineering, 2022, 26 : 4419 - 4431
  • [4] Analytical solution for rainwater infiltration in monolithic soil covers under heavy rainfall and its implications for practice
    Li, Guangyao
    Liu, Zhaolong
    Jiao, Weiguo
    Feng, Song
    Zhan, Liangtong
    Du, Xiuli
    CANADIAN GEOTECHNICAL JOURNAL, 2025, 62
  • [5] Analytical solution of rainfall infiltration for vegetated slope in unsaturated soils considering hydro-mechanical effects
    Wu, Lizhou
    Cheng, Ping
    Zhou, Jianting
    Li, Shaohong
    CATENA, 2022, 217
  • [6] Vertical Dynamic Response of a Concrete Filled Steel Tube due to Transient Impact Load: Analytical Solution
    Ding, Xuanming
    Fan, Yuming
    Li, Ping
    Kong, Gangqiang
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2016, 16 (01)
  • [7] Effects of spatial wind inhomogeneity and turbulence anisotropy on circulation in an elongated basin: A simplified analytical solution
    Toffolon, Marco
    Rizzi, Giuliano
    ADVANCES IN WATER RESOURCES, 2009, 32 (10) : 1554 - 1566
  • [8] Analytical solution for calculating three-dimensional responses due to dynamic loads acting on an underwater tunnel in stratified soil
    He, Chao
    Liu, Yanrui
    Zhou, Shunhua
    Jia, Yuanping
    Zhang, Xiaohui
    COMPUTERS AND GEOTECHNICS, 2025, 178
  • [9] Analytical solution to axisymmetric consolidation of unsaturated soil stratum under equal strain condition incorporating smear effects
    Ho, Liem
    Fatahi, Behzad
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018, 42 (15) : 1890 - 1913
  • [10] Analytical Solution for Cylindrical Cavity Contraction with Unloading in Clay Considering Soil Structure Effects and Its Numerical Validation
    Zhang Y.-G.
    Xiao S.-X.
    Zhai Z.-H.
    Zhang X.
    Huang P.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2023, 36 (05): : 88 - 98